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FSS2022-0066ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA ON GUARD 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 VanesaH@ONGUARDF P.COM OWNER TOLL LAND XXII LTD PARTNERSH 50400 JEFFERSON ST LA QUINTA CA 0000 (702)966-8021 CONDITIONS Description: STONE CREEK RANCH / FIRE SPRINKLERS / BRES2021-0745 / PLAN 4 Type: FIRE SPRINKLER (WEB)Subtype: RESIDENTIAL - TRACT HOMES Status: FINALED Applied: 3/1/2022 ECON Parcel No: 762440024 Site Address: 80488 OLD RANCH TRL SOUTH LA QUINTA,CA 92253 Approved: 3/3/2022 AHI Subdivision: TR 30834 Block: Lot: 71 Issued: 3/8/2022 JAG Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/31/2022 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: FINANCIAL INFORMATION Printed: Wednesday, April 05, 2023 9:46:52 AM 1 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0066 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES OVERHEAD ROUGH PIPING KHET 3/21/2022 3/21/2022 DISAPPROVE D SEE NOTES REDUCED WM SIZE AND SIGNIFICANT AS- BUILT CHANGES, MAINLY DUE TO STRUCTURAL BEAM AVERSIONS. REQUIRE REVISED PLANS AND CALCS UNDER THE FCMP PERMIT PRIOR TO REINSPECTION. FEES FOR REINPSECTION WILL APPLY TO THIS PERMIT ONLY (*FEES FOR REVISED PLANS WILL BE UNDER APPROPRIATE FCMP). OVERHEAD HYRO KHET 3/21/2022 3/21/2022 APPROVED HYDRO ONLY APPROVED OVERHEAD ROUGH PIPING KHET 4/28/2022 4/28/2022 APPROVED Confirm at Final: 3-ft clearance around chandeliers is needed 18-in clearance from smoke/wifi devices is needed RSV-1 valves still not installed DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE FAMILY DETACHED 101-0000-42421 0 $167.00 $167.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON FIRE STAFF - PER HOUR 101-0000-42420 1 $167.00 $167.00 4/25/22 WEB11533 636775314 31 CREDIT 950378 ECON Total Paid for FIRE FEES: $334.00 $334.00 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/7/22 WEB10930 635823841 99 CREDIT 950378 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$350.00 $350.00 Printed: Wednesday, April 05, 2023 9:46:52 AM 2 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0066 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/21/2022 KOHL HETRICK FSS2022-0066 INSP NOTES.pdf FSS2022-0066 INSP NOTES.pdf 1 BOND INFORMATION FIRE FINAL**LRO 8/26/2022 8/26/2022 DISAPPROVE D See Notes Water pressure was sitting at 50 PSI, noticeably better, however, there are a number of noticeable touch ups and work that needs to be done in the home that is considerably close to the sprinklers. I let them know the house needs to be 98% done for me to come out and do a final. FIRE FINAL**KHET 8/31/2022 8/31/2022 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PERMIT TECH – ETRAKIT (1 DAY) PERMIT TECH BUCKET 3/1/2022 3/2/2022 3/3/2022 COMPLETE PARENT PROJECTS Printed: Wednesday, April 05, 2023 9:46:52 AM 3 of 3 Permit Details City of La Quinta PERMIT NUMBER FSS2022-0066 NFPA 13D 8.3 LOCATION OF SPRINKLERS8.3.1 Sprinklers shall be installed in all areas except where omission is permitted by 8.3.2 through 8.3.8.8.3.2 Sprinklers shall not be required in bathrooms of 55 ft2 (5.1 m2) and less.8.3.3 Sprinklers shall not be required in clothes closets, linen closets, and pantries that meet all of thefollowing conditions:(1) The area of the space does not exceed 24 ft2 (2.1 m2).(2) The walls and ceilings are surfaced with noncombustible or limited-combustible materials as defined inNFPA 220.8.3.4* Sprinklers shall not be required in detached garages, open attached porches, carports with nohabitable space above, and similar structures.8.3.5 Sprinklers shall not be required in attics with or without storage, penthouse equipment rooms, elevatormachine rooms, concealed spaces dedicated exclusively to and containing only dwelling unit ventilationequipment, floor/ceiling spaces, elevator shafts, crawl spaces, and other concealed spaces that are notused or intended for living purposes.8.3.6 Sprinklers shall not be required in covered, unheated projections of the building at entrances/exits aslong as the dwelling unit has another means of egress.8.3.8 Sprinklers shall not be required in closets in garages and exterior closets (regardless of size) locatedon exterior balconies, exterior breezeways/corridors, or accessed from outdoors where the closet does nothave doors or unprotected penetrations directly into the dwelling unit.1" WOOD SCREW (X2)1"BLAZEMASTER 2000 PIPE12SEPARATION4'1" WOOD SCREWHANGER SPACING DETAIL (NTS)1-1/4 INCH#10 HEX HEADWOOD JOIST2feet(N.T.S.)6'OCCUPANCY - R-3 / UNP. OF STORIES: 1MINIMUM DISTANCES FOR ORDINARY AND INTERMEDIATE HEADSGREATER THAN 100psiADROP AND INSULATION DETAIL78SIZEINTERMEDIATE TEMP.3"Side of Obstruction (A)SIDE MOUNT STRAP6.0'1From the habitable rooms above garage or Structure(s) supporting floor/ ceiling assemlies63 ft 6 in. to less than 4 ftMAX.PIPE CLAMPOR BACKING NUTNOMINAL PIPE5.5'11 INCH12CPVC HANGER (#25-30-181-1)17ObstructionHANGER SPACINGElbow 906 ft to less than 6 ft 6 in.145 ft 6 in. to less than 6 ftObstruction (in.) (B)equivalent applied to the garage side.1-1/4"3/4"PIPE TO BE BRACEDObstructionNOMINAL PIPE9RESTAINTused for seperating required by this section.17 ft and greater(2.1)(2.0)5(50.0)NO BLOCKN.T.S.Not less than 5/8" type X gypsum board orTee Run(32.0)30 in.equivalent.1NOMINAL SIZEON GUARD FIRE PROTECTION6"(65.0)(1.8)ANYGENERAL INFORMATION:15/8 " WOOD BACKINGNOTE: ALL PIPING MUST BE COVERED0Elbow 45Ceilingequivalent.(25.0)11014Distance from Sprinkler toLESS THAN 100psi2 ft to less than 2 ft 6 in.Wall¾"91"7(2.7)4 ft 6 in. to less than 5 ftPIPE TO BE BRACED(N.T.S.)1'-0"5VICINITY MAPCONSTRUCTION TYPE V-BNot less than ½" qypsum board or(N.T.S.)1-1/2 TO 3 INCHESMAX SPACING2IF MATERIAL NOT THICK ENOUGHMAX.3carport.ACoupling5'(mm)(40.0)4127'(m)PIPE CLAMP2"x10" C.J.2-1/2"PIPE2½1'-4"1 ft 6 in. to less than 2 ft8.0'M.4'TABLE R302.6 DWELLING/ GARAGE AND/ OR CARPORT SERARATION11-1/2 TO 3 INCHESunit on the same lot.1" WOOD SCREWDISTANCEWhere: D22"71From the residence to the attics13RESTAINTNot less than ½" qypsum board orTee branchC-16: 950378(20.0)2"1B(2.4)ORDINARY TEMP.TABLE M- TWO POINTS OF RESTRAINTFitting Size (in.)N.OR BEAM10HEAT SORCEequivalent applied to the interior side of the exterior6Less than 1 ft11¼"7.0'53TABLE N- ONE POINT OF RESTRAINTwalls that are within the area.ARGCO CPVC TWO-HOLE 90°9"TJI2"x10" C.J.2SDR 13.5 (ASTM F442)Dof Deflector Above Bottom of 6 ft 6 in. to less than 7 ft6.5'Not less than ½" gypsum board or2 ft 6 in. to less than 3 ft1-1/4 INCH1'MAX.(N.T.S.)2N.151-1/2"1½"(D-8 in. ) + BSIZE1 ft to less than 1 ft 6 in.2AARGCO CPVC STAND-OFF13 ft to less than 3 ft 6 in.HANGER SPACING DETAIL (NTS)LESS THAN 100psi5 ft to less than 5 ft 6 in.3/4 INCHMaximum Allowable DistanceGUARDIAN R-30 9" THICKNESS.Garages located less than 3 feet from a dwellingB1 INCH335'(1.7)FOR SCREW FULL IMBED1GREATER THAN 100psiPIPE CLAMP3'MATERIALARGCO DOUBLE OFFSET2'1'3/4 INCHTWO-POINTWITH INSULATION TO PREVENT FREEZING.ARCGO CPVC TWO HOLE STRAPinches9"9.0'4 ft to less than 4 ft 6 in.1ONE-POINT7'PLAN 4 - THE TACOMALIVING: 3,024ft² / GARAGE: 671ft²*SMOKE ALARMS OR DETECTORS1PER NFPA 13D1" CPVC MALE ADAPTERADAPTER1" COPPER K3RISER AND UNDERGROUND DETAIL51" CPVC 90° ELBOW1" SPEARS CPVC1505 GPM DEMANDCONTINUES TO DOMESTIC WATER *PER NFPA 13D 2016 5.1.1.2, SPARE 1" COPPER80'-0" N.T.S.7.2.1 5005'-0" N.T.S. 1" WATER METER 1¼" SCH. 40 PVC(WORST CASE)ARE INSTALLED PER NFPA 72.TEST & DRAIN ½" PVCLOCATION 2(ON GUARD FIRE PROTECTION P.O.C.) 1" CPVC TEETO SPRINKLER SYSTEM½" BALL VALVEMOST DEMANDING SCENARIO (N.T.S.)SPRINKLERS SHALL NOT BE REQUIRED. @ NODE 500PRESSURE GAUGE(WORST CASE)50'-0" N.T.S.DOMESTIC USE 1" CPVCSxS CHECK VALVEAPPROVEDNOTES:¼" 300 PSI1" CPVC CONTINUING½" DRAIN TO DOMESTIC WATER SHUT OFF 4Garage installation specifications shall only apply for the installation of ul listed Blazemaster CPVC pipe andfittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. Blazemaster pipe and fittingsfor garage installations.- installation Requirements:Protection: Blazemaster pipe and fittings shall be installed concealed behind protection consisting of aminimum of one layer of 3/8" thick gypsum or ½" thick plywood.R302.6 Dwelling/ Garage and/ or Carport fire separation.The garage and/or carport shall be separated as required by table r302.6. Openings in garage walls shallcomply with section r302.5. This provision does not apply to garage walls that are perpendicular to the adjacentdwelling unit wall. A separation is not required between the dwelling unit and a carport, provided the carport isentirely open on two or more sides and there are not enclosed areas above.GENERAL NOTES:1. THIS SYSTEM, HYDRAULIC CALCULATION, & ACCOMPANYINGDOCUMENTATION ARE DESIGNED TO COMPLY WITH THE 2016 NFPA 13D.2. ALL PIPE AND FITTINGS SHALL BE TYCO BLAZEMASTER CPVC APPROVED AND UL LISTED FOR USE IN FIRE PROTECTION SYSTEMS.3. ALL PIPE DIMENSIONS ARE CENTER TO CENTER.4. ALL PIPE TO BE HUNG USING APPROVED METHODS PER NFPA 13D.5. ALL PIPING SHALL BE TESTED FOR LEAKAGE AT NORMAL SYSTEMOPERATING WATER PRESSURE. SEE NFPA 13D 11.2.1.1.6. ALL PIPE IN ATTIC SPACES SHALL BE SUFFICIENTLY COVERED WITHINSULATION TO PREVENT FREEZING ( BY OTHERS).7. SPRINKLER HEADS ARE ORDINARY TEMPERATURE AND THEREFOREMUST BE SUFFICIENTLY SPACED FROM HEAT PRODUCING DEVICES ASFOLLOWS:-OPEN FIREPLACES: 60" FROM FRONT AND 36" FROM SIDES.-RANGE OR WALL OVEN: 18" FROM FRONT AND SIDES.-CEILING DIFFUSERS: 24" FROM OUTSIDE EDGES.-HORIZONTAL DIFFUSERS: 24" FROM EDGE AND 36" FROM FRONT.-EXPOSED LIGHT FIXTURES: 6" FROM EDGES..8. HEADS SPACED AT 16' X 16' SHALL HAVE THE FOLLOWINGALLOWANCES:- 4" MINIMUM FROM WALL.- 8' MAXIMUM OFF ANY TWO WALLS.- 16' MAXIMUM BETWEEN HEADS.- 8' MINIMUM BETWEEN HEADS.HEADS SPACED AT 20' X 20' SHALL HAVE THE FOLLOWING ALLOWANCES:- 4" MINIMUM FROM WALL- 10' MAXIMUM OFF ANY TWO WALLS9. ALL SOFFITS OVER 30" IN WIDTH ARE TO BE PROTECTED WITHSPRINKLER COVERAGE UNDER SOFFIT.10. ALL STREET WATER CONNECTIONS ARE FLUSHED AT THE GARAGERISER BY THE PLUMBING CONTRACTOR AND IN ADDITION AREPROVIDED WITH A STRAINER.11. PENDENT SPRINKLERS SHALL BE LOCATED 3 ft AWAY FROM CEILINGFANS AND LIGHT FIXTURES.12. PER NFPA 13D 2016 IN ALL CLOSETS, INCLUDING THOSE CLOSETSHOUSING MECHANICAL EQUIPMENT, THAT ARE NO LARGER THAN 400ft³IN SIZE A SINGLE SPINKLER AT THE HIGHEST CEILING SPACE IN THECLOSET SHALL BE SUFFICIENT WITHOUT REGUARD TO OBSTRUCTIONS.13. PER NFPA 13D 2016 5.1.1.2, SPARE SPRINKLERS SHALL NOT BEREQUIRED. 0'-9"FRONT OF RECESSED FIRE PLACE0'-6"FRONT OF WALL MOUNTE DIFFUSERSUNISULATED HOT WATER PIPES1'-6"0'-6"UNISULATED HEAT DUCTS2'-0"0'-3"1'-0"HOT AIR FLUESHOT WATER HEATER OF FURNACESIDE OF HOT AIR DIFFUSERS1'-6"5'-0"1'-6"3'-0"WALL OVEN0'-6'LIGHT FIXTURE (250 TO 499 WATT)SIDE OF OPEN OR RECESSED FIREPLACE1'-0"3'-6"0'-9"1'-0"LIGHT FIXTURE (0 TO 249 WATT)0'-9"1'-0"3'-0"0'-9"KITCHEN RANGE1'-0"0'-6"3'-0"0'-3"1'-6"1'-6"Allowance for Friction Loss in Fittings for TFP Blazemaster CPVCCOAL OR WOOD BURNING STOVESITE MAPNV Fire Marshal LIC: G-537 & JG-8512http://www.onguardfp.comAS NOTEDGENERAL NOTES421-20-246438 ARVILLE STREET LAS VEGAS, NEVADA 89118NV LIC: 61307 - CA LIC: 9503783GENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. JR VERAFP 1 OF 209/24/2021PHONE (702) 966-8021 - FAX (702) 987-1174DRAWN:SHEET:REVISIONSDATE:REV. BYPROJECT NAME:PROJECT NO:DATEPROJECT ADDRESS:TITLE:SCALE:PLAN 4STONE CREEK RANCHTOLL BROTHERSTRACT 30834APN: 762-440-024LA QUINTA, CA80488 OLD RANCH TRAIL S.RNRA EFRITLICENSE NO.OTC FOIO ALCTNT NOFFAOTPSEICLASSIFICATIONR COEIRC-16ACT950378NAT 80FTAT -32 FT.LONGEST COPPER TIE-INHIGHEST ELEV. LOT 8PROJECT CONRTACTOR: STATIC: 86.6psi - 10% = 77.94psi RESIDUAL: 85.5 - 10% = 76.95psi FLOW = 850gpmAPPROVEDRiverside County Fire DepartmentLa Quinta Office of the Fire MarshalBy:FIRE SAFETY SPECIALIST12/19/2021 6:35:20 AMThe approval of plans and specifications does notpermit the violation, deletion, omission or faultyinstallation of any requirements of Title 24 or anyLocal Ordinances. Construction shall remainaccessible and exposed for inspection purposesuntil approved by the Fire Department.PERMIT # -FCMP2021-0036MASTER PLAN - 43/4" OBSERVED2" OBSERVEDKohl HetrickReason: I am approving this documentContact Info: 760-409-5109 REMOTE AREA 116' X 16' SPACING REMOTE AREA 220' X 20' SPACING 1" RISER LOCATIONSEE RISER DETAIL ON PG.1¾8"PANTRY10'-1" CLG. PRIMARY 10'-1" CLG. BEDROOM PRIMARY 10'-1" CLG. BATH GREAT 12'-1" CLG. ROOM CASUAL 12'-1" CLG. DINING KITCHEN 10'-1" CLG. PRIMARY 10'-1" CLG. BATH LAU. 10'-1" CLG. STORAGE 10'-1" CLG. FINISHED PDR. 10'-1" CLG. BEDROOM 3 10'-1" CLG. BED 3 10'-1" CLG. CLOSET BED 2 10'-1" CLG. CLOSETBEDROOM 2 10'-1" CLG. OFFICE 10'-1" CLG. FOYER 10'-1" CLG. PORCH 10'-1" STUCCO CLG. EVERYDAY 10'-1" CLG. ENTRY WORK 10'-1" CLG. SPACE PRIMARY 10'-1" CLG. BED ENTRY POWDER RM. 10'-1" CLG. HALL BED 3 10'-1" CLG. BATH BED 2 10'-1" CLG. ENTRY BED 2 10'-1" CLG. BATH FOYER 10'-1" CLG. EXTENSION GARAGEFOYER 10'-1" CLG. EXTENSION 201 ¾1'102 101 4'-102'-3 ¾¾ 6'-10 13'-8 5'-7¾ ¾¾5'-22'-2¾¾¾9'-7 ¾4'-4 1'-8156 154 9'6'-19'-11'-89'-106'-41'-59'-11'-59'-11'-7 ¾ 3'-1 4'-26'-10¾¾¾6'-10 ¾ 9'-5 ¾3'-46'-10¾¾¾1'158 ¾¾¾ ¾¾3'-11¾¾¾4'-2 ¾ 9'-2 ¾6'-1011'-15'-63'-4 3'-4 10' 2'-4 ¾ 9'-67'-3¾1'¾1'-3 1' 7" ¾ 1' ¾¾¾ 7'-4 12'-58'-10 ¾ ¾ 1' ¾¾9'-11 ¾¾ 2'-11 1'-72'-10¾¾ 11'-10 8'-10 5'-4¾3'-611'-7¾ ¾9'-22'-11¾¾¾¾ 5'-3 ¾¾10'-3 ¾2'-53'-4¾1'-1¾8'-11¾5'-5¾3'2'-4 1¾1'¾3'-1¾ 1'-7 ¾ 15'-9 ¾2'-2¾4'-7¾ 1'-9 ¾ 1'-9 ¾3'-3166 162 164 160 170 172 152 150 4'-2 10'-11 5'-6 5'-612'-515'-67'-77'-97'-75'-68'-104'-3 5'-105'-11'-75'¾ 44ft² 7ft² UP ¾ X 2'-0 UP ¾ X 2'-0 TO FAUUP ¾ X 2'-0¾9'-8¾6'-6¾9'-8¾ 13'-8 ¾ 1'-2 ¾ 9'-10 ¾ 2'-9 ¾ 2'-7 ¾ 1'-2 6'-617'6'-6 4'-79'-83'-733.92ft² 168 10'-1 Hydraulic Information Remote Area 2- 20' x 20' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 400.00ft² (Actual 154.70ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 1 K-FACTOR 4.9 TOTAL WATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 57.413 BASE of RISER (gpm)21.02 BASE of RISER (psi)31.514 SAFETY MARGIN (psi)+20.525 (26.3%) Hydraulic Information Remote Area 1- 16' X 16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft²)0.05 for 512.00ft² (Actual 223.08ft²) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 32.08 TOTAL PRESSURE REQUIRED 68.599 BASE of RISER (gpm)27.08 BASE of RISER (psi)30.657 SAFETY MARGIN (psi)+9.339 (12.0%)Sprinkler LegendSymbolSpacingManufacturerSINModel K TypeSizeFinishTemp.Qty.16'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F2316'X16'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White205°F620'X20'Senju Sprinkler Co., LTDSS8464RC-RES4.9Pendent½White162°F4120ft²VikingVK696ATTIC4.2Upright½Brass200°F1Total = 34FP 2 OF 2 21-20-24 AS NOTED JR VERA 12/01/2021 GENERAL NOTES4132 NV LIC: 61307 - CA LIC: 950378 http://www.onguardfp.com 6438 ARVILLE STREET LAS VEGAS, NEVADA 89118PHONE (702) 966-8021 - FAX (702) 987-1174 NV Fire Marshal LIC: G-537 & JG-85 GENERAL CONDITIONSTHIS DRAWING AND THE INFORMATION AND DESIGNAPPLICATIONS HEREIN CONTAINED ARE THE PROPERTYOF ON GUARD FIRE PROTECTION AND ARE LOANED UPONTHE EXPRESS CONDITIONS THAT THE SAME BERETURNED TO ON GUARD FIRE PROTECTION UPONREQUEST. ALL INFORMATION HEREIN CONTAINED SHALLBE TREATED AS SECRET AND CONFIDENTIAL. NOREPRODUCTION OF THESE DRAWINGS OR ANY PART OFTHE THEREOF SHALL BE MADE WITHOUT WRITTENCONSENT OF ON GUARD FIRE PROTECTION. BY WAY OFTHESE GENERAL CONDITIONS, ON GUARD FIREPROTECTION DOES GIVE WRITTEN CONSENT TO THEGENERAL CONTRACTOR AND/OR HOME BUILDER LISTEDON THESE DRAWINGS TO USE THESE DRAWINGS AS PARTOF THEIR PLANNING AND PERMITTING PROCESS. INADDITION, ON GUARD FIRE PROTECTION GIVES CONSENTTO THE PROPERTY OWNER TO REQUEST A COPY OFTHESE DRAWINGS FOR THEIR PRIVATE USE ONLY SOLONG AS ALL PAYMENTS FOR SERVICES RENDERED AREPAID IN FULL. TITLE: DRAWN: PROJECT NO:PROJECT NAME:PROJECT ADDRESS:SHEET: SCALE: DATE:REVISIONSDATEREV. BYTRACT 30834STONE CREEK RANCHLA QUINTA, CATOLL BROTHERSPLAN 4 LOT 71APN: 762-440-02480488 OLD RANCH TRAIL S.FIRST FLOOR SCALE: 1/4" = 1'-0 SECTION VIEW SCALE: 1/8" = 1'-0 PROJECT CONRTACTOR: Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 4 D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 512.00ft² (Actual 223.08ft²) Coverage per Sprinkler: 256.00ft² Type of sprinklers calculated: 2 PRIMARY BEDROOM 1- 16' X 16' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 68.599@32.08From Water Supply at Node 1:(Safety Margin = 9.339) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 BULMARO VERA JR N/A N/A Right:Left:Automatic peaking results Notes: 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:28:12AM1- 16' X 16' SPACING Hydraulic Summary Report Description: Residential (1- 16' X 16' SPACING) Job Number: 212024 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.938 68.599 9.339850.0076.95077.940 32.08Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 32.08 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 21.55gal Residential 0.050gpm/ft² 256.00ft² 512.00ft² (Actual 223.08ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 6.88 between nodes 3 and 4 Maximum Velocity Under Ground 14.48 between nodes 150 and 152 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: BULMARO VERA JR212024 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBOY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 4 D0.cad System Flow Demand 32.08 Remote Area(s) Address 3 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:28:30AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Date: 12/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.12/8/2021 Page 2AutoSPRINK 2020 v16.3.6.0 8:28:14AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (1- 16' X 16' SPACING) Job Number: 212024 Sprinkler 101 13.00 13.00 4.9 7.039 Sprinkler 102 14.08 13.00 4.9 8.259 Hose 500 5.00 5.00 0 30.959 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 8:28:16AM Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Date: 12/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 68.59932.08850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'32.0868.599Supply1 10'-1 13.007.039Sprinkler101 10'-1 14.088.259Sprinkler102 2'-1 5.0030.959500 -2'42.3572 -2'37.8423 -2'35.1284 2'-7 30.657Supply5 10'-7 22.489150 10'-7 18.818152 10'-7 13.954156 10'-7 12.736158 10'-7 11.481160 10'-7 7.530162 10'-7 8.644164 10'-7 8.426166 10'-7 10.642168 10'-7 12.316170 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 8:28:18AM Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 7' 10'-7 7'-6 -0.217 0.708 10'-1 6"101 162 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 7.03913.00 0.094407 Sprinkler, 13.00 4.9 E(7') 150 3' 10'-7 11'-10 1.114 10'-7 8'-10162 164 ¾(See Notes) 0.8740 7.530 0.09440713.00 T(3') 150 10'-7 9'-2 1.998 10'-7 9'-2164 168 ¾ 0.8740 8.6447.47 0.218681 Flow (q) from Route 2 20.47 150 1' 10'-7 12'-1 1.675 10'-7 11'-1168 170 ¾(See Notes) 0.8740 10.642 0.139027 Tr(1') 16.03 150 12' 10'-7 26'-1 2.441 10'-7 14'-1170 172 ¾(See Notes) 0.8740 12.316 0.093604 Tr(1') 12.94 T(3'), E(7'), Tr(1') 150 2' 10'-7 26'4.061 10'-7 24'172 152 ¾(See Notes) 0.8740 14.7574.13 0.156237 Flow (q) from Route 3 17.07 2Tr(1') 150 7' 10'-7 10'3.671 10'-7 3'152 150 ¾(See Notes) 0.8740 18.81810.01 0.367002 Flow (q) from Route 5 27.08 E(7') 150 29' 2'-7 39'-5 3.475 4.694 10'-7 10'-5150 5 1 (See Notes) 1.1010 22.489 0.11921327.08 3E(7'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.084 2'-7 6"5 500 1 1.0250 30.657 0.16889027.08 150 5'-5 -2'10'-5 1.767 2.402 2'-1 5'500 4 1 (See Notes) 1.0250 30.9595.00 0.23106232.08 2E(2'-8) 150 -2'50'2.715 -2'50'4 3 1¼ 1.3800 35.128 0.05429332.08 150 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 8:28:20AM1- 16' X 16' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit -2'1'4.515 -2'1'3 2 1 (See Notes) 0.9950 37.842 0.26702732.08 WMV(-4.000) 150 7' 0'87' -0.867 27.109 -2'80'2 1 1 (See Notes) 0.9950 42.357 0.26702732.08 AngV(-3.527), T(7'), BalV(-0.08 8), S 150 1 0.00 Hose Allowance At Source 32.08 Route 1Total(Pt) 68.599 3' 10'-7 3'-6 -0.217 0.383 10'-1 6"102 166 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 8.25914.08 0.109456 Sprinkler, 14.08 4.9 T(3') 150 1' 10'-7 6'-5 0.219 10'-7 5'-5166 164 ¾(See Notes) 0.8740 8.426 0.0338807.47 Tr(1') 150 8.644 Total(Pt)Route 2 3' 10'-7 17'-11 0.000 1.255 10'-7 14'-11160 158 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 11.4814.45 + 6.61 0.069971 Flow (q) from Route 6 and 7 11.06 3Tr(1') 150 1' 10'-7 11' 0.003 1.214 10'-7 10'158 156 ¾(See Notes) 0.8740 12.7363.09 0.110318 Flow (q) from Route 4 14.14 Tr(1') 150 24' 10'-7 71'-4 -0.003 0.807 10'-7 47'-4156 172 ¾(See Notes) 0.8740 13.954 0.011310 T(3') 4.13 4Tr(1'), 2E(7'), T(3') 150 14.757 Total(Pt)Route 3 19' 10'-7 63'-8 0.000 0.420 10'-7 44'-8170 158 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 12.316 0.006597 T(3') 3.09 3Tr(1'), 2T(3'), E(7') 150 12.736 Total(Pt)Route 4 23' 10'-7 83'-7 -0.003 4.867 10'-7 60'-7156 152 ¾• • • • • Route 5 • • • • •(See Notes) 0.8740 13.954 0.058246 Tr(1') 10.01 6Tr(1'), E(7'), 3T(3') 150 © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 8:28:20AM1- 16' X 16' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 18.818 Total(Pt)Route 5 24' 10'-7 64'-9 0.840 10'-7 40'-9168 160 ¾• • • • • Route 6 • • • • •(See Notes) 0.8740 10.642 0.012968 T(3') 4.45 4Tr(1'), 2E(7'), T(3') 150 11.481 Total(Pt)Route 6 48' 10'-7 113'-1 3.056 10'-7 65'-1166 160 ¾• • • • • Route 7 • • • • •(See Notes) 0.8740 8.4267.47 0.027022 Flow (q) from Route 2 6.61 6E(7'), 6Tr(1') 150 11.481 Total(Pt)Route 7 © M.E.P.CAD, Inc.12/8/2021 Page 8AutoSPRINK 2020 v16.3.6.0 8:28:20AM1- 16' X 16' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 1- 16' X 16' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.12/8/2021 Page 9AutoSPRINK 2020 v16.3.6.0 8:28:20AM1- 16' X 16' SPACING Hydraulic Calculations Location: LA QUINTA, CA, , Project Name: STONE CREEK RANCH Drawing Name: STONE CREEK PLAN 4 D0.cad Calculation Date: 12/8/2021 for Design Remote Area Location: Residential Area of Application: 400.00ft² (Actual 154.70ft²) Coverage per Sprinkler: 400.00ft² Type of sprinklers calculated: 1 BEDROOM 2 2- 20' x 20' SPACINGRemote Area Number: Occupancy Classification: No. of sprinklers calculated: Density 0.050gpm/ft² Pendent No. of nozzles calculated:0 In-rack Demand: Hose Streams:at Node:Type:Allowance at Source N/Aat Node:N/A gpm 10.0 gpm 5.00 HoseType:500at Node: (including Hose Streams where applicable):Total Water Required 57.413@26.02From Water Supply at Node 1:(Safety Margin = 20.525) Type of System: 13D WET Volume of Dry/PreAction/Antifreeze/OtherAgent System:N/A Source:COACHELLA VALLEY WATER DISTRICT Location:58TH AVE & STONE CREEK WAY 09/10/2021Date:for Node:1 Name of Contractor:ON GUARD FIRE PROTECTION LA QUINTAAuthority Having Jurisdiction: Address: Phone Number: Name of designer: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 702-966-8021 BULMARO VERA JR N/A N/A Right:Left:Automatic peaking results Notes: 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:28:58AM2- 20' x 20' SPACING Hydraulic Summary Report Description: Residential (2- 20' x 20' SPACING) Job Number: 212024 Node Flow(gpm) Hose At Node 500 5.00 Total Hose Streams 5.00 Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm)(psi)(psi)(gpm)(psi)(gpm)(psi)(psi)@@Name 1 77.938 57.413 20.525850.0076.95077.940 26.02Water Supply Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.02 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 21.55gal Residential 0.050gpm/ft² 400.00ft² 400.00ft² (Actual 154.70ft²) 1 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix Number Of Nozzles Calculated 0 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Volume capacity of Dry PipesVolume capacity of Wet Pipes 5.58 between nodes 3 and 4 Maximum Velocity Under Ground 11.24 between nodes 150 and 152 Maximum Velocity Above Ground 4.9 K-Factor 21.02 at 18.400 Most Demanding Sprinkler Data System TRACT - 30834 Job Site/Building LA QUINTALA QUINTA, CA AHJ 950378STONE CREEK RANCH Job State Certification/License NumberJob Name: BULMARO VERA JR212024 Contractor Contractor Number 950378 Name of Contractor: ON GUARD FIRE PROTECTION Address 1 6438 ARVILLE STREET Address 2 LAS VEGAS, NV 89118 Contact Name Contact Title ExtensionPhone 702-966-8021 FAX 702-987-1174 E-mail BOBBY@ONGUARDFP.COM Web-Site BOBBOY TAVAKOLI Address 3 Address 1 Address 2 Drawing Name STONE CREEK PLAN 4 D0.cad System Flow Demand 26.02 Remote Area(s) Address 3 12/8/2021© M.E.P.CAD, Inc.Page 1AutoSPRINK 2020 v16.3.6.0 8:28:41AM Hydraulic Graph Water Supply Node: 1 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' x 20' SPACING Date: 12/8/2021 Summary Sheet N 1.85 © M.E.P.CAD, Inc.12/8/2021 Page 2AutoSPRINK 2020 v16.3.6.0 8:29:00AM Device (gpm) Actual Flow Minimum Flow (gpm)(K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Residential (2- 20' x 20' SPACING) Job Number: 212024 Sprinkler 201 21.02 21.02 4.9 18.400 Hose 500 5.00 5.00 0 31.783 Most Demanding Sprinkler Data © M.E.P.CAD, Inc.12/8/2021 Page 3AutoSPRINK 2020 v16.3.6.0 8:29:01AM Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' x 20' SPACING Date: 12/8/2021 Node @ @ Supply Analysis Static (psi) Required Pressure (psi)(gpm) Total DemandAvailable (psi) Flow (gpm) Residual (psi)Name 76.9501 57.41326.02850.00 77.93877.940Water Supply Node Analysis NotesDischarge at Node (gpm) Pressure at Node (psi) Node TypeElevation (Foot)Node Number 0'26.0257.413Supply1 10'-1 21.0218.400Sprinkler201 2'-1 5.0031.783500 -2'40.2082 -2'37.0233 -2'35.1814 2'-7 31.514Supply5 10'-7 25.102150 10'-7 22.805152 10'-7 18.987154 10'-7 19.425156 10'-7 19.721158 10'-7 19.874160 10'-7 20.050168 10'-7 20.138170 10'-7 20.764172 © M.E.P.CAD, Inc.12/8/2021 Page 4AutoSPRINK 2020 v16.3.6.0 8:29:04AM Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' x 20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 3' 10'-7 3'-6 -0.217 0.804 10'-1 6"201 154 ¾• • • • • Route 1 • • • • •(See Notes) 0.8740 18.40021.02 0.229630 Sprinkler, 21.02 4.9 T(3') 150 21' 10'-7 76' -0.003 3.821 10'-7 55'154 152 ¾(See Notes) 0.8740 18.987 0.0502899.25 E(7'), 5Tr(1'), 3T(3') 150 7' 10'-7 10'2.297 10'-7 3'152 150 ¾(See Notes) 0.8740 22.80511.77 0.229630 Flow (q) from Route 2 21.02 E(7') 150 29' 2'-7 39'-5 3.475 2.937 10'-7 10'-5150 5 1 (See Notes) 1.1010 25.102 0.07459121.02 3E(7'), f(-0.000), 2Tr(1'), sCV(5 '), cplg(1'), BASE OF RISER 150 2'-1 6" 0.217 0.053 2'-7 6"5 500 1 1.0250 31.514 0.10567321.02 150 5'-5 -2'10'-5 1.767 1.630 2'-1 5'500 4 1 (See Notes) 1.0250 31.7835.00 0.15682726.02 2E(2'-8) 150 -2'50'1.842 -2'50'4 3 1¼ 1.3800 35.181 0.03685026.02 150 -2'1'3.185 -2'1'3 2 1 (See Notes) 0.9950 37.023 0.18123826.02 WMV(-4.000) 150 7' 0'87' -0.867 18.073 -2'80'2 1 1 (See Notes) 0.9950 40.208 0.18123826.02 AngV(-3.527), T(7'), BalV(-0.08 8), S 150 1 0.00 Hose Allowance At Source 26.02 Route 1Total(Pt) 57.413 1' 10'-7 12'-1 0.088 10'-7 11'-1168 170 ¾• • • • • Route 2 • • • • •(See Notes) 0.8740 20.0501.96 + 1.30 0.007300 Flow (q) from Route 4 and 6 3.26 Tr(1') 150 © M.E.P.CAD, Inc.12/8/2021 Page 5AutoSPRINK 2020 v16.3.6.0 8:29:06AM2- 20' x 20' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' x 20' SPACING Pipe Information Node 1 Node 2 Nominal ID Actual ID Fittings & Devices C Factor Total(Pt) Elev(Pe) Friction(Pf) Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. NotesFlow added this step (q) K-Factor Elev 1 Elev 2 Total Flow (Q) Equiv. Length (Foot) (Foot)(Foot) (Foot) Length (Foot) Fitting (Foot) Total (psi) Pf Friction Loss Per Unit 11' 10'-7 25'-1 0.626 10'-7 14'-1170 172 ¾(See Notes) 0.8740 20.1383.07 0.024952 Flow (q) from Route 3 6.33 T(3'), E(7'), Tr(1') 150 2' 10'-7 26'2.041 10'-7 24'172 152 ¾(See Notes) 0.8740 20.7645.44 0.078548 Flow (q) from Route 5 11.77 2Tr(1') 150 22.805 Total(Pt)Route 2 19' 10'-7 63'-8 -0.000 0.417 10'-7 44'-8158 170 ¾• • • • • Route 3 • • • • •(See Notes) 0.8740 19.7216.33 0.006552 T(3'), Flow (q) from Route 7 3.07 3Tr(1'), E(7'), 2T(3') 150 20.138 Total(Pt)Route 3 21' 10'-7 61'-9 0.176 10'-7 40'-9160 168 ¾• • • • • Route 4 • • • • •(See Notes) 0.8740 19.874 0.0028541.96 4Tr(1'), 2E(7'), T(3') 150 20.050 Total(Pt)Route 4 10'-7 5'-7 0.438 10'-7 5'-7154 156 ¾• • • • • Route 5 • • • • • 0.8740 18.9879.25 0.078548 Flow (q) from Route 1 11.77 150 24' 10'-7 71'-4 -0.003 1.342 10'-7 47'-4156 172 ¾(See Notes) 0.8740 19.425 0.018823 T(3') 5.44 4Tr(1'), 2E(7'), T(3') 150 20.764 Total(Pt)Route 5 6' 10'-7 20'-11 -0.000 0.153 10'-7 14'-11158 160 ¾• • • • • Route 6 • • • • •(See Notes) 0.8740 19.7216.33 0.007300 Tr(1'), Flow (q) from Route 7 3.26 2Tr(1'), T(3') 150 53' 10'-7 132'-8 0.176 10'-7 79'-8160 168 ¾(See Notes) 0.8740 19.874 0.001328 T(3') 1.30 6E(7'), 8Tr(1') 150 20.050 Total(Pt)Route 6 2' 10'-7 12' -0.003 0.300 10'-7 10'156 158 ¾• • • • • Route 7 • • • • •(See Notes) 0.8740 19.425 0.024952 Tr(1') 6.33 Tr(1') 150 19.721 Total(Pt)Route 7 © M.E.P.CAD, Inc.12/8/2021 Page 6AutoSPRINK 2020 v16.3.6.0 8:29:06AM2- 20' x 20' SPACING Date: 12/8/2021 Job Name: STONE CREEK RANCH Remote Area Number: 2- 20' x 20' SPACING Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90°cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90°Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 4.87 )(150 1.33 140 1.16 130 0.713 100Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc.12/8/2021 Page 7AutoSPRINK 2020 v16.3.6.0 8:29:05AM2- 20' x 20' SPACING